1-388-109 RFB 7-2026 Dwg Set.pdf

PDF 23 MB Posted Jul 10, 2026

Attached to: Woodward Avenue Waterline Replacement Contract No. 2026-06-06-1650004
Solicitation number: Not on record
Issued by: Washington County, Pennsylvania

About this file

Written by GovTribe AI · Jul 13, 2026

This is a drawing set document for the Woodward Avenue Waterline Replacement project, Contract No. 2026-06-06-1650004, issued by the Authority of the Borough of Charleroi in Washington County, Pennsylvania, with engineering services provided by KLH Engineers, Inc. The project involves the construction of approximately 204 lineal feet of 6-inch C-900 PVC water main with appurtenances, including the installation of fittings, couplings, adaptors, gate valves, anchor tees, and hydrant connections along Woodward Avenue. The work includes removing existing curb boxes and covers, cutting and capping existing waterlines, and reconnecting fire hydrant assemblies. The project has an expected duration of sixty days, with sealed bids due electronically via the PennBid Program by Tuesday, July 21, 2026, at 10:00 A.M. local time. The drawing set was released for bid in July 2026 and contains plan and profile sheets, details, and a utilities list identifying contacts at Columbia Gas of PA Inc., Pennsylvania Electric Co., North Charleroi Borough, Columbia Gas Transmission, and the Charleroi Authority of the Borough. Prior to excavation, contractors must notify all utility companies through the Pennsylvania One Call System at 1-800-242-1776 with a minimum of three working days' notice; the Pennsylvania One Call Design Serial Number for this project is 20260901792.

The contractor is responsible for all necessary horizontal and vertical fittings, couplings, adaptors, and appurtenances for the new water line, maintaining a minimum of 4 feet of cover over the new water line, and coordinating with the Authority for shutdown and reconnection of the existing water line. Disinfection and hydrostatic testing of the waterline are the contractor's responsibility and must be performed in accordance with project specifications. The contractor must also coordinate bacteriological testing with the Authority and submit all construction, shutdown, testing, and reconnection schedules to the Authority for review and approval prior to the start of construction. The drawing set notes that all existing utility locations shown are approximate and based on information from utility companies, with no guarantee of accuracy or completeness; contractors are responsible for verifying and updating utility information and establishing exact locations in accordance with Pennsylvania Act 287 and Act 121. The project specifications reference standard details 17, 18, and 19 for hydrant assembly connections and concrete blocking requirements for restrained joints.

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Other files

File	Type	Posted
2-388-109 2026-06-06-1650004 Bid Specs.pdf	PDF	Jul 10, 2026
1-Specs.pdf	PDF	Nov 4, 2025
1-CHEMSPEC2026.pdf	PDF	Nov 4, 2025
2-388-98 IFB 8-5-2025.pdf	PDF	Aug 5, 2025
1-388-98 Bid Specs.pdf	PDF	Aug 5, 2025
3-388-98 Pricing Summary.pdf	PDF	Aug 5, 2025

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Drawing No.

Sheet No.

NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN

SERIAL NUMBER FOR THIS PROJECT IS 20260901792.

WASHINGTON COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

COMPANY: COLUMBIA GAS OF PA INC

ADDRESS: 1600 DUBLIN RD

COLUMBUS, OH. 43215

CONTACT: LISA COLLINS

EMAIL: ldugan@nisource.com

PHONE: 614-325-5961

COMPANY: PENNSYLVANIA ELECTRIC CO

ADDRESS: 341 WHITE POND DRIVE

AKRON, OH. 44320

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4013

COMPANY: NORTH CHARLEROI BOROUGH OF

ADDRESS: 555 WALNUT AVE

NORTH CHARLEROI, PA. 15022

CONTACT: FRED SCHWALB

PHONE: 724-518-9294

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

TITLE SHEET

PLAN & PROFILE

DETAILS

G1 C1

DT1

of 4

Order No.

AUTHORITY OF THE

BOROUGH OF CHARLEROI

DESCRIPTIONDWG. NO.SHEET NO.

RELEASE FOR BID

JULY 2026

UTILITIES LIST DRAWING LIST

LOCATION MAP

CONTRACT NO. 2026-06-06-1650004

WOODWARD AVENUE WATERLINE REPLACEMENT

388-109

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE

AND 10 WORKING DAYS

IN DESIGN STAGE-STOP CALL

1-800-242-1776

ANIA ONE CALL SYSTEM

, INC

STOP -CALL BEFORE YOU D

SERIAL NUMBER

20260901792

DETAILSDT2

COMPANY: CHARLEROI AUTHORITY OF THE BOROUGH OF

ADDRESS: 3 MCKEAN AVENUE

CHARLEROI, PA. 15022

CONTACT: MICHAEL KALAMARAS

EMAIL: michaelkalamaras@abcwater.org

PHONE: 724-483-3585 EXT. 215

COMPANY: CHARLEROI AUTHORITY OF THE BOROUGH OF

ADDRESS: 3 MCKEAN AVE

CHARLEROI, PA. 15022

CONTACT: ROBERT KYLE

EMAIL: robkyle@abcwater.org

PHONE: 724-483-3585

COMPANY: COLUMBIA GAS TRANSMISSION

ADDRESS: JOEY_EPLING@TCENERGY.COM

1700 MACCORKLE AVENUE SE

CHARLESTON, WV. 25314

CONTACT: JOEY EPLING

EMAIL: joey_epling@tcenergy.com

PHONE: 304-357-3468

5313 Campbells Run Road, Suite 100 Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

AutoCAD SHX Text S:\Active Clients\388 Authority Of The Borough Of Charleroi\388-109 Woodward Ave Waterline\Dwg\G388-109-001.dwg 7/10/2026 12:52 PM Plotted By: Travis Spiaggi 7/10/2026 12:52 PM Plotted By: Travis Spiaggi7/10/2026 12:52 PM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

Woodward Ave.

LOCATE AND

REPLACE

WATER

SERVICELOCATE AND

REPLACE

WATER

SERVICE

LOCATE AND

REPLACE

WATER

SERVICE

STA. 1+78

1-6"x6"x6" D.I. ANCHOR TEE

1-6" 45°D.I.M.J. BEND

RECONNECT EXISTING

FIRE HYDRANT ASSEMBLY

SEE STD. DTL. 017

1+00

2+00

LIMIT OF WORK

STA. 2+04

CONTRACTOR SHALL COORDINATE

WITH AUTHORITY FOR SHUT

DOWN OF THE EXISTING WATER

LINE AND CONNECTION OF THE

PROPOSED WATER LINE.

1-6" HYMAX COUPLING

STA. 1+98

1-6" 45°D.I.M.J. BEND

1-6" GATE VALVE W/BOX & COVER

PROPOSED

6" C900 PVC WATERLINE

CUT & CAP EXISTING 6"

HYDRANT SERVICE LINE

CUT & CAP EXISTING

6" WATERLINE

CUT & CAP EXISTING

6" WATERLINE

LIMIT OF WORK

STA. 0+00

CONTRACTOR SHALL COORDINATE

WITH AUTHORITY FOR SHUT

DOWN OF THE EXISTING WATER

LINE AND CONNECTION OF THE

PROPOSED WATER LINE.

TIE INTO EXISTING 6" GATE VALVE

STA. 0+14

1-6" 45°D.I.M.J. BEND

STA. 0+25

1-6" 45°D.I.M.J. BEND

REMOVE CURB BOXES

& COVERS (TYP. OF 3)

SEE WATERLINE GENERAL NOTES

NOTE #6

CUT & CAP EXISTING

6" WATERLINE

2" MUNICIPEX WATERLINE

TO BE ABANDONED

0+001+002+00

Woodward Ave.

MAINTAIN A MIN. OF 4'-0" OF

COVER TO TOP OF PIPE

PROPOSED

6" C900 PVC WATERLINE

1- 6" x6 "x

6" D

.I.

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5° D.

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EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

LEGEND

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING MONUMENT

EXISTING IRON PIN

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING BUILDING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING HEDGE ROW

EXISTING FENCE LINE

EXISTING SEPTIC TANK

PROPOSED PAVING

WATER BAR

SUPER SILT FENCE

FILTER FABRIC FENCE

LIMIT OF DISTURBANCE

PROPERTY OWNER INDEX (ALT)

EXISTING SANITARY CO

EXISTING STORM INLETS

COMPOST SOCK

INLET FILTER BAG

EXISTING GUIDE RAIL

IFB

CS-12

SS-36

FF-18

EXISTING GAS LINE MARKER

LOD

PROPOSED WATERLINE

PROPOSED HYDRANT

PROPOSED WATER VALVE

PROPOSED CURB BOX

PROPOSED D.I.M.J. REDUCER

PROPOSED D.I.M.J. 90° BEND

PROPOSED D.I.M.J.45° BEND

PROPOSED D.I.M.J. 22.5° BEND

PROPOSED D.I.M.J. 11.25° BEND

PROPOSED D.I.M.J. TEE

PROPOSED COUPLING

PROPOSED D.I.M.J. CAP

P R

HORIZONTAL SCALE: 1"=20'

20' 40'020' 10' 0 10' 20'

VERTICAL SCALE: 1"=10'

WATER LINE GENERAL NOTES :

1. ALL FITTINGS SHALL HAVE RESTRAINED JOINTS INSTALLED AND SHALL HAVE CONCRETE BLOCKING AS REQUIRED IN ACCORDANCE WITH STANDARD DETAILS 18 AND 19.

2. CONTRACTOR IS TO PROVIDE ALL NECESSARY HORIZONTAL & VERTICAL FITTINGS, COUPLINGS, ADAPTORS & APPURTENANCES FOR NEW WATER LINE.

3. WHERE PIPE DEFLECTION IS GREATER THAN 3°, CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED BENDS.

4. STATIONING SHOWN ON THE CONSTRUCTION DRAWINGS ARE LEVEL MEASURES FOR LAYOUT PURPOSES ONLY AND DO NOT REPRESENT PROJECT QUANTITIES.

5. MAINTAIN A MINIMUM OF 4'-0" COVER OVER NEW WATER LINE.

6. UPON COMPLETION OF NEW WATER LINE INSTALLATION CLOSE ALL EXISTING VALVES, REMOVE EXISTING BOX AND COVER AND RESTORE ASPHALT SURFACE.

7. DISINFECTION AND HYDROSTATIC TESTING OF THE WATERLINE ARE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

8. CONTRACTOR SHALL COORDINATE BACTERIALOGICAL TESTING OF WATERLINES WITH THE AUTHORITY

9. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT ALL CONSTRUCTION, SHUTDOWN, TESTING, AND RECONNECTION SCHEDULES TO THE

AUTHORITY FOR REVIEW AND APPROVAL

C M

PROFILE

HORIZONTAL SCALE: 1"=20'

VERTICAL SCALE: 1"=10'

PLAN

SCALE: 1"=20'

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

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EXISTING UTILITY INFORMATION

VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES AND FACILITIES AS SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE AND ARE BASED ON INFORMATION MADE AVAILABLE TO THE ENGINEER BY THE RESPECTIVE UTILITY COMPANIES. THERE IS NO GUARANTEE OR ASSURANCE BY THE

OWNER OR ENGINEER OF THE ACCURACY, COMPLETENESS OR VALIDITY OF THIS INFORMATION.

THE LIST OF UTILITIES SHOWN ON THE CONTRACT DRAWINGS IS BASED ON INFORMATION OBTAINED

FROM THE PENNSYLVANIA ONE CALL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFYING AND /OR UPDATING THE LIST AS APPLICABLE.

THE CONTRACTOR SHALL ESTABLISH EXACT LOCATIONS OF ALL UTILITIES AND FACILITIES IN

ACCORDANCE WITH PENNSYLVANIA ACT 287 (1974) AS AMENDED BY ACT 121 (2008)

EXISTING WATER LEVEL NOTES

ALL EDGE OF WATERWAYS AND WATER LEVEL INDICATIONS AND ELEVATIONS OF WATER REFLECT CONDITIONS PRESENT DURING ACTUAL TIME OF TOPOGRAPHIC AND AERIAL SURVEYS MADE AT VARIOUS TIME PERIODS FOR THIS PROJECT. THEY ARE NOT INTENDED TO REFLECT EXACT EXCEPTED CONDTIONS

DURING BIDDING AND/OR CONSTRUCTION PERIODS OF THIS PROJECT.

ALL CONTRACTORS SHALL BE MADE AWARE THAT ALL CREEKS ARE SUBJECT TO WIDE AND RAPID FLUCTUATIONS IN STREAM FLOWS AND ELEVATIONS. ALL CONTRACTORS SHALL TAKE THIS INTO ACCOUNT IN PREPARATION, SCHEDULING AND COMPLETION OF ALL CONSTRUCTION ACTIVITIES.

TOP OF MANHOLE ELEVATIONS

ELEVATIONS SHOWN REFLECTED IN THE PROFILES FOR PROPOSED TOP ELEVATIONS OF MANHOLES

TO BE ADJUSTED AS NEEDED BY OWNERS REPRESENTATIVE.

DATUM NOTE

ALL AREAS OF THIS PROJECT ARE BASED ON NAD83 PENNSYLVANIA STATE PLANE, SOUTH ZONE, US FOOT

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Gravel

AutoCAD SHX Text Concrete

AutoCAD SHX Text 4" Plastic

AutoCAD SHX Text Hse #534

AutoCAD SHX Text Hse #538

AutoCAD SHX Text Hse #600

AutoCAD SHX Text Hse #527

AutoCAD SHX Text Concrete

AutoCAD SHX Text Conc.

AutoCAD SHX Text Gravel

AutoCAD SHX Text Concrete

AutoCAD SHX Text 4" Plastic

AutoCAD SHX Text 6" C.I.

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text R/W

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text 6" C.I.

N/F Joann Matsko & Ruth Ann Staranko Tax Parcel # 320-008-03-02-0030-00

AutoCAD SHX Text N/F Fallowfield Twp. Tax Parcel # 320-008-03-03-0002-00

AutoCAD SHX Text N/F Fallowfield Twp. Tax Parcel # 320-008-03-03-0001-00

N/F Fallowfield Twp. Tax Parcel # 320-008-03-03-0002-00

AutoCAD SHX Text N/F Highland Prop. LLC Tax Parcel # 320-008-03-03-0003-00

N/F Tracey L. Kash Tax Parcel # 320-008-03-02-0028-00

AutoCAD SHX Text N/F Cathleen K. Seighman Tax Parcel # 320-008-03-02-0027-00

AutoCAD SHX Text 2" Municipex

AutoCAD SHX Text Abandoned 6" Waterline

AutoCAD SHX Text 6" C.I.

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text Existing Ground

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AutoCAD SHX Text Approx. Location Water Service Crossing

AutoCAD SHX Text Approx. Location 6" to Hyrdrant

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AutoCAD SHX Text

2 Sty Brick Hse#555

AutoCAD SHX Text Septic Tank

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

S:\Active Clients\388 Authority Of The Borough Of Charleroi\388-109 Woodward Ave Waterline\Dwg\C388-109-001.dwg 7/10/2026 2:26 PM Plotted By: Travis Spiaggi 7/10/2026 2:26 PM Plotted By: Travis Spiaggi7/10/2026 2:26 PM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

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S:\Active Clients\388 Authority Of The Borough Of Charleroi\388-109 Woodward Ave Waterline\Dwg\DT388-109-001.dwg 7/10/2026 12:54 PM Plotted By: Travis Spiaggi 7/10/2026 12:54 PM Plotted By: Travis Spiaggi7/10/2026 12:54 PM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

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S:\Active Clients\388 Authority Of The Borough Of Charleroi\388-109 Woodward Ave Waterline\Dwg\DT388-109-002.dwg 7/10/2026 12:55 PM Plotted By: Travis Spiaggi 7/10/2026 12:55 PM Plotted By: Travis Spiaggi7/10/2026 12:55 PM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

G388-109-001

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C388-109-001-C1

DT388-109-001

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DT388-109-001-DT1

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DT388-109-002-DT2

File details come from the government source that posted it. Updated Jul 13, 2026.